Date |
Text |
2001-01-08 00:00:00 | CHECKLIST - MODEL V: |
| 1-ENGINEER OF RECORD TO REVIEW ALL TRUSS |
| DRAWINGS PRIOR TO SUBMITTAL TO THIS |
| OFFICE. |
| 2-ENGINEERED TRUSSES: REVISE MEAN ROOF |
| HEIGHT.THIS IS A TWO STORY BUILDING. |
| REMAINDER THERE IS ONLY ONE MEAN ROOF |
| HEIGHT FOR ENTIRE BUILDING. |
| 3-PROVIDE COMPLETE DETAIL AND SPECS FOR |
| LEDGER TO RECEIVE ROOF TRUSSES AT |
| FRONT PORCH. SEC 104.2.2 CITY AMENDMEN |
| 4-PROVIDE COMPLETE SECTIONS/DETAILS FOR |
| TWO STORY WALL SECTIONS. SPECIFY ALL |
| CONNECTORS. SHEARWALLS. TRANSITION |
| FROM FIRST FLOOR TO SECOND FLOOR. NOTE |
| THAT THERE ARE TWO CONDITIONS: ONE |
| WHEN EXTERIOR WALL IS PERPENDICULAR TO |
| 2ND FLOOR FRAMING AND ONE WHEN IT'S |
| PARALLEL. |
| 5-CHECK/REVISE IF ALL HURRICANE ANCHORS |
| SPECIFIED WILL BE ABLE TO RESIST THE |
| HORIZONTAL LOADS SPECIFIED BY THE |
| ENGINEERED TRUSSES. |
| 6-CLARIFY NOTE #1 ON ENGINEERED TRUSSES. |
| FOR EXAMPLE, TRUSS JO5 AT FRONT PORCH |
| SAYS IF PORCHES EXIST, THERE ARE NOT |
| EXPOSED TO WIND. WHY? |
| WHAT DOES DOL STANDS FOR? |
| REVISE DESIGN CRITERIA DATA ON TRUSS |
| LAYOUT. IT DOESN'T MATCH DESIGN |
| CRITERIA SHOWN ON ENGINEERED TRUSSES. |
| 7-PROVIDE A COMPLETE DETAIL FOR ALUMINUM |
| CEILINGS AT PORCH. |